TEST STUDY OF DX PILES WITH SINGLE AND DOUBLE BULBS AT NANYANG HNR THERMO-ELECTRIC PLANT

Shen Baohan; Wang Yan; Liu Zhenliang; He Dexin; Geng Yuping

doi:10.13204/j.gyjz200902004

Volume 39 Issue 2

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(2): 26-37

Zhang Jian, Jiang Yang, Sui Qianjing. URBAN INDUSTRIAL HERITAGE COMMUNITIZATION OF TRANSFORMATION PRELIMINARY STUDY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 140-143. doi: 10.13204/j.gyjz201010031

Citation:

Shen Baohan, Wang Yan, Liu Zhenliang, He Dexin, Geng Yuping. TEST STUDY OF DX PILES WITH SINGLE AND DOUBLE BULBS AT NANYANG HNR THERMO-ELECTRIC PLANT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 26-37. doi: 10.13204/j.gyjz200902004

Zhang Jian, Jiang Yang, Sui Qianjing. URBAN INDUSTRIAL HERITAGE COMMUNITIZATION OF TRANSFORMATION PRELIMINARY STUDY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 140-143. doi: 10.13204/j.gyjz201010031

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TEST STUDY OF DX PILES WITH SINGLE AND DOUBLE BULBS AT NANYANG HNR THERMO-ELECTRIC PLANT

doi: 10.13204/j.gyjz200902004

1.
1. Beijing Building Construction Research Institute,Beijing 100039,China;
2.
2. Beijing Shijiqiyun SoftwareTechnique Co.,Ltd.,Beijing 100088,China;
3.
3. Beijing Zhongkuo Foundation Co.,Ltd.,Beijing 100097,China;
4.
4. HRWCC Institute of Geotechnical Investgation &Surveying,Zhengzhou 450003,China

Received Date: 2008-08-18
Publish Date: 2009-02-20

Abstract

Abstract

Static loading tests for DX piles with single and double bulbs installed in plastic clay were conducted in field. Their ultimate bearing capacities is determined, its load transfer mechanism is analysed, and the distribution and development of the skin-friction resistances, the bulb resistances and the tip resistances of DX piles of these two kinds are studied
- DX pile,
- bulb bearing,
- static loading test,
- ultimate bearing capacity,
- skin-friction resistance,
- bulb resistance,
- expansive soil,
- clay

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References(4)

References

[2] .沈保汉, 王海燕, 刘振亮, 等. 西安SXD 工程4节承力盘DX挤扩灌注桩的试验研究[J]. 工业建筑, 2009, 39(2): 1-7.

.沈保汉, 贺德新. DX挤扩灌注桩与DX 液压挤扩装置[J]. 工业建筑, 2008 ,38(5):1-4.

[3] .沈保汉.DX 挤扩灌注桩竖向抗压极限承载力的确定. 工业建筑, 2008, 38(5): 13-17 ,27.

[4] .沈保汉. 桩基与深基坑支护技术进展[G]. 北京: 知识产权出版社, 2006.

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